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双语推荐:结构振动

介绍设备振动引起某厂房的钢筋混凝土结构强迫振动的测试结果,得到了主要振动设备的扰频及结构强迫振动响应的特点。利用ANSYS 有限元软件对7种不同工况下结构的简谐强迫振动进行了计算机仿真分析,得到各标高层楼盖结构振动和传递规律。结果表明,强迫共振是引起楼面较大振动的内在原因,各层楼板的振动响应可与标高13?800m的6台振动筛的振动建立明确的相关性,结构存在明显的层间振动传递现象,且向下传递的情况比向上传递严重。基于测试分析结果,提出以增设钢构件的方式修改梁板体系竖向刚度的减振处理对策,通过再次测试对处理后的结构振动响应进行了减振效果评价。
The forced vibration behavior of reinforced concrete structure induced by apparatus vibration was tested. The disturbing force and frequency of vibrating equipment and response of structure vibration were obtained. Computer simulations of simple harmonic vibration corresponding of seven vibration conditions with ANSYS software are carried out. Through comparison and analysis, the vibration transmitting order line and characters at each floor and in the vertical direction have been gotten. The test and analysis results are as follow:the main cause of factory floor of big vibration is forced resonance;the explicit relevance between forced vibration response and six vibration sieve on elevation 13?800 meter were founded. The structure vibration has obvious interlayer transfer phenomenon. Based on test and analysis results,the vibration reduction treatment scheme was proposed,after damping reinforcement, the damping effect evaluation was carried out.

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支撑结构型式和布置位置对加筋圆柱壳体内振动传递特性具有重要影响。文中设计了加筋圆柱壳体试验模型装置,内含壳体支撑结构、平台支撑结构和舱壁支撑结构,开展了加筋圆柱壳体模型的振动模态试验和传递特性试验。以振动传递函数为评价指标,研究了不同频率下支撑结构至加筋圆柱壳体表面的振动传递特性,得出振动传递特性在低频时很大程度上受到壳体结构振动模态的影响。提出等效振动传递函数概念,分析了支撑结构的型式及布置对加筋圆柱壳体传递特性的影响。试验研究结果有助于控制动力机械设备的中低频振动传递,对加筋圆柱壳体内支撑结构的声学设计具有参考价值。
The style and layout location of supporting structures have a significant impact upon the vibra-tion transmission characteristics of a ring-stiffened cylindrical shell. The test model device of ring-stiffened cylindrical shell was designed, including a shell supporting structure, a platform supporting structure and a bulkhead supporting structure. The vibration modal test and the vibration transmission characteristics test on the cylindrical shell was carried out. Taking vibration transfer functions as evaluation index, the vibration transmission characteristics between the supporting structures and the surface of the cylindrical shell in dif-ferent frequencies were studied. The results indicate that the vibration transmission characteristics are in-fluenced heavily by the vibration modal of the shell structure in the low frequency ranges. The concept of equivalent vibration transfer function was put forward, and the influences of the type and layout location of supporting structures o

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基于数值方法分析了铝合金薄板在共振和非共振状态下的动态响应,结合Dirlik疲劳寿命估算方法,确定振动应力是影响结构振动疲劳寿命的主要因素。利用数字图像相关技术,通过随机振动试验验证了数值计算动应力的准确性,研究了结构在多模态随机载荷激励下的振动特性,发现高阶模态载荷会影响结构振动疲劳损伤,引起结构振动疲劳寿命的急剧降低,并分析了产生这一现象的原因。
Based on Dirlik fatigue life prediction method , dynamic response and fatigue life of thin aluminum alloy plate under resonant or non-resonant state were calculated by numeri-cal method.It was shown that dynamic stress was a major factor affecting the vibration fa-tigue life of structure .Digital image correlation ( DIC) was introduced and random vibration tests were performed to verify the accuracy of numerical calculation of dynamic stress .Vibra-tion properties of the specimen under multi-modal random loadings were studied , and the re-sults showed that higher modal loadings affected the vibration fatigue damage and caused drastically reduction in vibration fatigue life .

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针对船舶、航空航天等工程领域中板、壳类结构振动噪声评价问题,将广泛应用于控制工程中的模态滤波理论引入到结构振动评估领域,建立了一种估算结构空间均方振速的新方法。该方法的特点是能在激励源信息未知的情况下,以布置在结构表面有限个振动传感器测量得到的振动响应作为主要输入,估算板、壳类结构的空间均方振速,从而评价结构的整体振动状态。依据该方法对一矩形平板结构受点力、线力和面力等3种典型的激励源作用下,通过少量结构振动测点的振动信息,分别对其空间均方振速进行了数值验证;同时利用一水下加肋圆柱壳结构进行了试验验证。数值和模型试验验证结果表明:利用该方法评估得到的振动速度谱线特征与精确解和实测值基本一致,评估误差在2 dB以内,满足工程应用精度要求。该方法可以应用于工程中板、壳类结构振动噪声评价和振动状态的在线监测评估。
Aiming at structural vibration assessment problems in the aerospace and ship engineerings,a new method for estimating the spatial quadratic velocity of plates and shells is presented using the theory of modal filter that has been widely used in the field of control engineering. The innate feature of the proposed method is that it can be applied in the case where the information concerning excited forces is unknown. To validate the method,the spatial quadratic velocities of a rectangle flat plate excited by three different types of forces,namely point forces,line forces,and surface forces,are estimated respectively,using the vibra-tion information from a few measurement points. Meanwhile,various tests were carried out on an underwa-ter ring stiffened cylindrical shell for further verification. The results show that the suggested method is pre-cise in estimating the vibration spectrum,where the error is within 2 dB. Overall,the method can be used to estimate the spatial quadratic velocit

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本文阐述了一种基于实测振动数据的机载雷达多自由度振动参考谱制定方法。采用坐标变换法,在时域内从结构的加速度响应中提取出结构的刚体自由度振动。通过对结构刚体自由度振动的信号分析,得到各自由度的自功率谱密度(PSD)和各自由度之间的相干函数γ2(f)和相位θ(f),形成多自由度振动试验参考谱矩阵。用此参考谱进行多轴振动环境试验,可真实地模拟机载雷达的实际振动环境。
This paper describes an air-borne radar MDOF (multiple degrees of freedom) vibration reference SDM (spectrum density matrix) development method based on the measured field data. Using the method of coordinate transformation, the structure vibration of rigid body DOFs can be derived from the measured acceleration responses in time domain. The PSD (power spectrum density) and CSD (cross power spectrum density) terms are estimated by the rigid body vibration data analyzing. The profile SDM can be used for multi-axis vibration testing to simulate a much more accurate environment than that of a single axis testing.

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针对航天器微振动高性能隔振的特殊要求,提出一种基于网结构的新型隔振方法,对由振源-网结构-弹性边界构成的耦合系统进行了振动建模与分析。对于网结构,采用子结构导纳综合法建立其模型,获得了垂直于网面的频域振动方程;对于边界梁,采用弦-梁单向耦合,将动态张力沿垂直和水平方向分解,得到振动响应的完整描述。在此模型基础上,分析了耦合系统的振动传递特性。为验证理论的正确性,设计并搭建了网结构振动实验台。结果表明,网结构平台具有良好的被动隔振效果,在较宽的频段内,可以实现20 dB 以上的振动衰减。
A novel vibration isolation method using a plane grid structure was presented to meet the special demand of high-performance vibration isolation against microvibration in spacecraft.The vibration of a coupled system,which consists of vibration source,grid structure and flexible support,was modeled and analyzed.The out-plane vibration equation of the grid structure in frequency domain was obtained by using the substructure mobility synthesis principle. Based on the assumption that the coupling between string and beam is unidirecional,a complete description of the vibration of the beam was achieved by decomposing the dynamic tension force of the string in the vertical and horizontal directions.The vibration transmission characteristics were analyzed in terms of the synthesized model and an experimental platform was set up to verify the isolaion performance of the grid structure.The results show that the grid-structure is effective in vibration isolation and more than 20dB atten

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目前对平面不规则结构扭转振动效应研究集中于弹性阶段,对结构非弹性受力阶段的扭转效应控制缺乏明确的评价方法和指标。提出通过考察θr/u在弹塑性阶段的变化来对结构扭转振动响应进行评价,并以此为基础定义了结构弹塑性扭转振动效应的敛散性。采用PERFORM-3 D对三种典型的结构平面布置进行弹塑性扭转振动效应敛散性计算,对计算结果进行对比分析,验证了敛散性分析对结构弹塑性扭转振动效应评价的有效性和必要性,并进一步对结构弹塑性扭转振动效应敛散性的主要影响因素进行简要分析。最后,探讨了敛散性指标作为结构的弹塑性扭转振动效应评价指标的合理性和优越性。
Current studies of the torsional vibration effect in symmetric buildings focus on the elastic stage and there is no clear evaluation methods or index for inelastic torsional effect control .This paper proposed a method to evaluate torsional vibration effect by investigating variation of θr/u.A convergence index of elasto-plastic torsional effect in asymmetric buildings was also defined .Torsional vibration effect convergence calcula-tion was finished for three typical buildings by using PERFORM-3 D.Calculation results were analyzed to veri-fy the necessity and effectiveness of convergence index .A brief analysis on main factors of convergence index was carried out .Finally, the rationality and superiority of convergence index as a structural elasto-plastic tor-sional vibration effect evaluation index were discussed .

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在各类工程结构中,振动情况与固有频率是判断其健康与否的关键参数之一。大型建筑、杆塔结构由于其刚度较大,振动幅度小(1mm),频率低(0.3-5Hz),监测难度较大,振动数据质量难以保证。针对工程实际中低频振动监测常被忽视的状况,设计一种适合测量低频率的微弱振动的传感器。该传感器适合于测量低频结构振动,应用于输电线路杆塔监测时,成功识别出杆塔结构的固有频率,具有较高的分辨率和低噪声的特点,可在建筑、桥梁、杆塔、船舶与各种大型结构中得到广泛的应用。
In all kinds of engineering structures,the conditions of vibration and the fundamental frequency are key parameters to their health.Because of the large rigidity of huge constructions,tower structures, the vibration amplitude is small(<1mm),frequency is low (0.3-5Hz),which leads to a larger difficulty to monitor especially guarantee the quality of vibration data.Considering the situation of widely underestimated of low-frequency vibration monitoring.A new accelerometer was design to detect the low-frequency and slight vibration,which can be widely used in the field of large buildings,bridges,towers, ships and other large scale structures.

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海洋石油116油轮燃气压缩机橇块自投产运行之后,长期存在振动问题,多次对管线和附件造成损坏。在2009年到2010年两年之间,五次对压缩机橇块的管线及附件造成破坏,引起设备停机和天然气泄漏的事件。油轮对燃气压缩机管线和附件进行了暂时的加固处理,暂时消除了局部振动损坏。但是整个橇块结构仍然振动厉害,问题急需解决。此后,油轮分别对压缩机机组本身和橇块所在平台的结构进行了振动数据采集,通过对振动数据的分析,确认平台结构刚性不足是振动的根本原因,振动方式主要是横向振动。通过主梁改造,对单台压缩机橇块平台结构的六条工字梁加装可有效减少横向振动的筋板,解决了振动问题。
Since the skid of FPSO116 gas compressor was put into operation, its vibration became a problem which caused the damages of the pipelines and accessories repeatedly. For example, it had caused five damages of the pipelines and accessories in 2009 and 2010, which led to equipment stopping and gas leaking. Later on, the pipelines and accessories were reinforced and the local damage due to the skid vibration was eliminated temporarily. But the whole platform structure was vibrating terribly. Thereafter, the vibration data of the compressor and the platform structure with the skid was collected and analyzed respectively. It was found that the insufficient rigidity of the platform structure is the fundamental reason of vibration, and transverse vibration is the main form of the structure’s vibration. Then, six I-shaped beams of the skid platform structure of the single compressor were reformed by adding reinforcement plates. And the transverse vibration was reduced effectively.

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为了实现桁架结构振动主动控制,建立了智能桁架结构动力学模型和最优振动控制模型,对动力学建模和最优控制建模方法进行了研究。首先根据有限元理论和Hamilton原理,建立了智能桁架结构的机电耦合动力学方程,方程中含有与作动电压有关的耦合刚度矩阵,采用缩聚变换对动力学方程进行了简化,该动力学方程可用于机械/电荷作用下结构的静动力分析和控制系统设计。然后将推导的动力学模型变换为状态空间方程的形式,根据线性二次型最优控制理论,推导了结构振动控制的数学模型,通过最小化性能泛函,求解黎卡提矩阵代数方程确定了最优控制输入。最后给出了平面桁架结构振动控制算例验证建模过程和算法。结果表明,通过最优振动控制可以使结构振动快速衰减,达到振动抑制的效果。
In order to realize active vibration control of truss structure,the dynamic model and optimal vibration control model of the intelligent truss structure are established in this paper,and the method of structural mechanics and optimal vibration modeling method are investigated.Firstly,the mech-electric coupling dynamic formulate of pi-ezoelectric intelligent truss structures is modeled based on the finite element method and Hamilton theory.The cou-pling stiffness matrix which is related to control voltage is composed in dynamic formulations.The dynamic formula-tions are simplified by Guyan transformation.This dynamic formulation can be applied to the static/dynamic re-sponse analysis subj ected to both mechanical and electrical loading.Then,the state space expressions of the dynamic formulations is obtained,and the mathematic model of vibration control is derived according to linear quadratic opti-mal control theory,the optimal control inputs are obtained through minimizing cost functio

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